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SC-Town Center E8-LR 930716Rune Engineers F~o I'1 e E R '1'1 se r' s Geotechnical Consultants Materials Testing Drilled Pier Report Project P .' -'rd'a se Crder COPPELL P. LF.~ENT~R¥ SCHOOL # 7 Nu-nber Date of Observation Report Date D3-080C-01-23314 JULY 14, 1993 JULY 16, 1993 To COPPELL I.$.D. Build'm g / Structure Engineer/T echnic~an ! GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL t Shaft Penetration Foot- Shaft Depth to Penetration Total Test Pier No Diameter Diameter Bearing Dept~h No (~.) (fL) note (~) S trat~rn(I't.) (ft) (ft.) t 0184 RgKJ1.5 18 3.0 18 20.0 3.6 23.6 Remarks and/or Distribution Notes: Depths are measured from top of groL~d surface u~less other~ise specified. Penetration denotes or, stance ddlled btu bearing strat~n. COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), $.H.W. I.N.C./ MIKE ELMORE (1), S.H.W. I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS , INC. / E . J. WILLIAMS (1) S~I~~' Rune Engineers UMITAT1ONS: We assume no responsibility for v~aflon In qu~i~ (~m~a~, ~mrance, ~o~ce, etc.) or ~ other feature of sim~l~ SUDIK[ maF~ Rone Engineers RD Fie E ri 'Flee r' $ Geotechnical Consultants Materials Testing Drilled Pier Report Project Purchase Crder COPPE~.L ELEMENTARY SCHOOL ~ 7 . Number IDate of Observation Report Date D3-080C-01-23259 I JULY 12, 1993 J~3LY 16, 1993 To COPPELL I · S . D · 8uild,~g / S[ructure E ng~eer / T e~hnic';a n GEORGE BEALL (RONE) SPEC~FICAIIONS ACTUAL Shaft Penetration Foot- Shaft Depth [o Pene!ration I Total Test Pier No Diameter Diameter Bearing Depth No. (in.) (ft) note (~n.) Stratum(iT) (ft.)! (fL) 0139 B7Q 24 4.0 24 20.0 4.3 24.3 0140 B7P 24 4.0 24 20.5 4.5 25.0 0141 BSQ. 5 18 4.0 18 20.0 4.5 24.5 0142 B9Q. 5 18 4 . 0 18 20.2 4 . 5 24.5 0143 B9P.5 18 4.0 18 20.3 4.7 25.0 0144 BSP. 5 18 4.0 18 20.4 4.6 25.0 0145 B7N 24 4.0 24 20.3 4.7 25.0 0146 B7M 24 4.0 24 20.5 4.5 25.0 0147 BSN. 5 18 4.0 18 20.3 4.3 24.6 0148 B9N. 5 18 4.0 18 20.0 4.5 24.5 0149 BSP 24 5.0 24 20.0 5.4 25.4 0150 B9P 24 5.0 24 20.0 5.6 25.6 0151 BSM. 5 18 4.0 18 20.6 4.4 25.0 0152 B9M. 5 18 4.0 18 20.0 4.7 24.7 Remarks and/or Distribution Notes: Depths are measured from top of grot.~d surface ~less otherwise spedr~ed. Penetration denotes otstance drilled i~to bearing stratunt COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W. I.N.C./ MIKE ELMORE (1), S.H.W. I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) BEARING MATERIAL: DARK GREY S[-~T,P.. ' ~ P~J~LS WERE "~K~:~.~Y ~ ~E]~'~RCING 5":2F~-~. W-AS ~N ACCOZ~.~iCE WITH ~RG3EC~ ~ U.N.O. ~,T,T, PIERS WERE PLUMB, ('~r,~'~l ~qD DRY U.N.O. Rone Engineers UMITATICNS; We a~$ume no re~pons~bill~ ~'or varial~n In (3uaJlb)' (coml:x3$iflon, aouearance, i~elform~rlce, e~c.) or any oB1ef feature Of simile subiect mal~er Rone Engineers ioReE ineers Geotechnical Consultants Materials Testing Drilled Pier Report Project Purchase Order COPPET, L ELEMENTARY SCHOOL # 7 Number Date of Observation Report Date D3-080C-01-23259 JULY 12, 1993 JULY 16, 1993 To COPPELL I.S.D. Builcfng / StructUre Engineer/Technician GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL i Total ~ Shaft Penetration Foot- Shaft De~th to Penetration Test Pier No Diameter Diameter Bearing DeDth No (i~) (ft.) note (in.) Stratum(ft.) (ft.) (ft.) I 0153 B9L2 . 5 18 4.0 18 20.0 4.6 24.6 0154 BSL2.5 18 3.0 18 20.2 3.6 23.8 Remarks and/or Distribution Notes: Depths are measured from top of ground surface unless otherwise specified. Penetration denotes cf~stance ddlled hto bearing stratur~ COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W. I.N.C./ MIKE ELMORE (1), S.H.W. I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) UMITATiONS: We assume no res~:)ns~bility for veriaUon ,n ~Uealty (coml:)(~on. aopeerance, ;etformanca. etc.) ot any other feature of similar gubiecr matter ' Rone Engineers RoneE n l!inee r s Geotechnical Consultants Materials Testing Drilled Pier Report Project iP urc.hase Order COPPEI~L ELEMENTARY SCHOOL # 7 Number Date of Observa~Jcn Report Date D3-080C-01-23252 JULY 9, 1993 JULY 16, 1993 To COPPELL I.S.D. Builcr~g/S truc[ure En~]ineer / Technician GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Shaft t Shaft De~oth to ! Total P erie ira tion F co t- · P enetra rich Test Pier No Diameter Diameter Bearing De~3~h No (h.) . (ft.) note (%) Stratum(fL) (ft.) (f't.) i ; 0127 B7P. 5 18 5.0 18 20.0 5.0 25.0 0128 B10N 24 4.0 24 20.0 4.3 24.3 0129 B7N. 5 18 5.0 18 20.0 5.2 25.2 0130 B7M. 5 18 5.0 18 20.0 5.3 25.3 0131 B10M 24 3.0 24 20.0 3.6 23.6 0132 B7L2.5 18 5.0 18 20.0 5.0 25.0 0133 BSR 24 3.0 24 20.6 4.4 25.0 0134 B7M2.5 18 4.0 18 20.0 4.6 24.6 0135 B9R 24 3.0 24 20.0 3.5 23.5 0136 BSQ 24 5.0 24 20.0 5.4 25.4 0137 B9Q 24 5.0 24 20.0 5.4 25.4 0138 B7K. 5 18 3.0 18 20.0 3.5 23.5 Remarks and/or Distribution Notes: Depths are measured from top of ground surface unless o~herwise specified. Penetration denotes artstance dh'lied into bearing stratun% COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. a. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) BEARING MATERIAL: DARK GREY SHAT.W. - ALL PIERS WERE T~°ORAP~ILY CASED REINFORCING ST~-~. WAS IN ACCORDANCE WITH PROJECT REQU~S U.N.O. ALL PIERS WERE PLUMB, CLVAN AND DRY U.N.O. Rone Engineers RoneE 'neers Geotechnical Consultants Materials Testing Drilled Pier Report Project Purchase Order COPPELL ELEMENTARY SCHOOL ~ 7 Number Date of Observation Report Date D3-080C-01-23187 JULY 7, 1993 JULY 16, 1993 To COPPELL I. S. D. Build'rig/S tructure Engineer / Technician ! GEORGE BE~LL (~ON~) SPECIFICATIONS i ACTUAL Test Shaft Penetration Foot- Shaft Depth f.o Penetration Total No Pier No Diameter Diameter Bearing Depth (h.) (ft.) note (in.) Stratum{ft.) (ft) (ft.) 0098 A16AU 24 3.0 24 20.4 3.3 23.7 0099 &lgAU. 5 18 3.0 18 20.3 3.7 24.0 0100 A2OAW 24 4.0 24 20.5 4.5 25.0 0101 A19AN 18 5.0 18 20.2 5.4 25.6 0102 A2OAN 18 5.0 18 19.5 5.0 24.5 0103 A18AN 18 5.0 18 20.0 5.2 25.2 0104 A22AV 24 3.0 24 20.3 3.7 24.0 0105 A22AU 24 5.0 24 20.0 6.0 26.0 0106 A22AS 24 3.0 24 20.6 3.4 24.0 0107 A22AS 24 3.0 24 20.0 3.0 23.0 0108 B10Q. 5 18 5.0 18 20.0 5.2 25.2 0109 B10P. 5 18 5.0 18 20.0 5.6 25.6 0110 A19AS 24 3.0 24 20.0 3.5 23.5 0111 A18AS 24 3.0 24 20.0 3.0 23.0 Remarks and/or Distribution Notes: Deoths are measured t'rom top of ground surface unless otherwise specifieci Penetration denotes or, stance drilled hto bearing straturrt COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) BEARING MATERIAL: DARK GREY SHAT.w. AT.T. PIERS WERE T~5~j~qILy CASED %- UMITAT~ONS: We assume no rasl3ons~billty ~or vanetJon In quality. (compo$~aon, ao~)e~e, ce~fomtar, ce, erG.) ex' any other feature of $imlla/suo~ect maltet' Rone Engineers RoneE 'neers Geotechnical Consultants Materials Testing Drilled Pier Report Project IP urch~se Order COPPEI~L ELEMENTARY SCHOOL # 7 Number Date of Observation Report Date D3-080C-01-23164 JULY 6, 1993 JULY 16, 1993 To COPPELL I. S. D. Build'~g / Structure Engineer/T echnici;an ! GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Shaft Penetration Foot.- Shaft Depth to P enetra [icn Total Test. Pier No Diameter Diameter Bearing DeDth NO (h.) (fL) note (~n.) S trat.uTni ft.) (fL) 0096 A19AU 18 5,0 18 20,0 5.0 25,0 0097 A18AU 24 4.0 24 20.4 4.8 25.2 Remarks and/or Distribution Notes: Depths are measured from top of ground surface L~Iess otherwise specifiecL Penet.ratJon denotes c~stance drilled hto beating stratt~n. COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) Rone Engineers RoneE ineers Geotechnical Consultants Materials Testing Drilled Pier Report Project P urcJ'~ase Order COPPEI~L ELEMENTARY SCHOOL # 7 Number Date of Observation Report Date D3-080C-01-23120 JULY 2, 1993 JTJLY 16, 1993 To COPPELL I.S.D. Builc~g / S truc ture E.n~'ineer / T echnician ! GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL I Shaft Penetration Foot- Shaft Depth to Penetration Total Test Pier No Diameter Diameter Bearing (ft.) Cepth No (h.) (ft) note (in.) Stratum(ft.) (ft.) i 0068 A3AK 24 3.0 24 20.2 3.2 23.4 0069 A1AC 18 4.0 18 20.2 4.3 24.5 0070 ASAM 24 3.0 24 20.4 3.3 23.7 0071 A3AE 18 4.0 18 20.7 4.5 25.2 0072 A5AE 18 5.0 18 20.0 5.1 25.1 0073 A5AF 18 5.0 18 20.0 5.6 25.6 0074 A14AK 30 3.0 30 20.2 3.3 23.5 0075 ASAM 24 4.0 24 20.0 4.3 24.3 0076 A10AM 24 3.0 24 20.2 3 . 7 23.9 0077 A12AM 24 3.0 24 20.6 3.4 24.0 0078 A18AN 18 5.0 18 20.0 5.0 25.0 0079 A3AH 24 4.0 24 20.0 4.0 24.0 0080 A18AQ 18 3.0 18 20.1 3.4 23.5 0081 A20AN 18 5.0 18 20.0 5.0 25.0 'Remarks and/or Distribution Notes: Depths are measured from top of ground surface unless otherwise specified. Penetration denotes cf]stance ddlled into bearing strat~. COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1) , K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) BEARING MATERIAL: DARK GREY LIMESTONE · ~T.T. PIERS WERE T~v~ORARILY CASED REINFORCING ST~-~, WAS IN ACCORDANCE WITH PROJECT RE~S U.N.O. AT.T. PIERS WERE PLUMB, Cr.V. AN AND DRY U.N.O. ..' Rone Engineers I -'MITATiONS: We assume no resl:;onsibillty for vanMIOn in qumJlty (comDo~tlon. aOr2earance, pen'ormance, e~c.) ol' ~ Differ fee{ute Of simile/Suo;ect matter Rone Engineers RoneE n ineers Geotechnical Consultants Materials Testing Drilled Pier Report I Purchase Order Project COPPEI~L ELEMENTARY SCHOOL # 7 Number IDate of Observation Report Date D3-080C-01-23218 I JULY 8, 1993 JULY 16, 1993 To COPPELL I.S.D. B~lcrng/S tructure Engineer / Technician GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Shaft I Penetraticn Foot- Shaft [ Depth t° I Per:etrati°n Total Depth Test Pier No Diameter Diameter Bearing ( fL ) ' No (~.) (ft.) note (in.) Stratum(ff.) , {.ft.) { i I 0112 A20AS 24 3.0 24 20.1 3.3 23.4 0113 B10N. 5 18 5.0 18 20.1 5.4 25.5 0114 B10M. 5 18 5.0 18 19. $ 5.0 24.8 0115 A22AQ 24 4.0 24 20.2 4.5 24 . 7 0116 B10L2.5 18 5.0 18 20.4 5.3 25.7 0117 B10K. 5 18 5.0 18 20.0 5.3 25.3 0118 A22AN 24 4.0 24 20.2 4.4 24.6 0119 A23AN 24 4.0 24 20.0 4.0 24.0 0120 B10M. 2 18 4.0 18 20.3 4.7 25.0 0121 A23AQ 24 5.0 24 20.0 5.0 25.0 0122 B10R 24 3.0 24 20.4 3.6 24.0 0123 B10J1.5 18 3 . 0 18 20.6 4.1 24.7 0124 B10Q 24 4.0 24 20.0 4.7 24.7 0125 B7Q. 5 18 5.0 18 20.0 5.1 25.1 Remarks and/or DiStribution. Notes: Del3~s are measure(3 from top of ground surface unless otherwise specified. Pene[ration denotes d~stance dn'lled into bearing strat~w~ COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRy DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./ E. J · WILLIAMS (1) BEARING MATERIAL: DARK GREY' SH~T,V. AT,T, PIERS WERE T~Y CASED REINFORCING ~. WAS IN ACCORDANCE WITH PRfkTEC~ ~ U.N.O. .AT.T. PIERS .WERE PLUMB, CLEAN AND DRY U.N.O. Rone Engineers UMITA"r;.oNS: We as .... no rasoon..h,lty for yahoo. I. quality [cc.m~:sitlon. RoneEngineers ROn e E n o in ee r s Geotechnical Consultants i Materials Testing Drilled Pier Report Project Purchase Order COPPEIxL ELEMENTARY SCHOOL ~ 7 Number Date of Observaticn Report Date D3-080C-01-23218 JULY 8, 1993 JULY 16, 1993 To COPPELL I . S . D . Bu~lc~g / Structure Engineer / T echnicfan GEORGE BEALL (RONE) SPECIFICATIONS i ACTUAL I Penetration Foot-- Penetration I Total Diameter Bearing Depth Test Pier No Diameter ( fL ) note ~ ( ft. ) No (in.) (in.) Stratum(fL) . (ft.) 0126 B10P 24 4.0 24 20.0 4.0 24.0 Remarks and/or DiStribution Notes: Depihs are measured from top of grou'~d surface unless otherwise specified. Perpetration denotes otstance ddlled into bearng straturrL COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRy DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) ~1 ~1~ ~Ro.e E.glneers UMITAT]~N~q; We assume ~1o resoonsibillty for v~a~on In q~l~ (~m~flon. aoue~ance, ~o~ce, ~ ~r ~ other fea~re ~ simd~ su~t mawr RoneEngineers RoneEn ineers Geotechnical Consultants Materials Testi.,ng Drilled Pier Report Project iP urc~ase Order COPPEIaL ELEMENTARY SCHOOL # 7 ] Number IDate of Observation Report Date D3-080C-01-23292 I JTJLY 13, 1993 JULY 16, 1993 To COPPELL I. S. D · Builcrmg / Structure Eng~eer/Technician GEORGE BEALL (RONE) SPECIFICATIONS I ACTUAL I Shaft Penetration Foot- I Shaft Depth t° i PenetraUon Total Test Pier No Diameter Diameter Bearing Depth No I (~.) (it) no[e (in.) Stratum(ft.) (fL) (ft.) i I I 0155 BT. 9H 30 3.0 30 20,0 3,0 23,0 0156 Cl. 5K 18 4.0 18 20.0 4.4 24.4 0157 C2.5K 18 4.0 18 20.0 4.6 24.6 0158 B9N 30 5.0 30 20.0 5.7 25.7 0159 C3.5K 18 4.0 18 20.0 4.5 24.5 0160 C4.5K 18 4.0 18 20.0 4.2 24.2 0161 ClJ1 24 3.0 24 20.0 3.6 23.6 0162 ClG. 9 24 3.0 24 20.6 4.2 24.8 0163 ClG 24 3.0 24 20.0 3.6 23.6 0164 C4.7K 18 4.0 18 20.0 4.1 24.1 0165 ClK 24 3.0 24 20.0 3.3 23.3 0166 ClJ 18 4.0 18 20.2 4.6 24.8 0167 Cl. 5J 18 4.0 18 20.0 5.0 25.0 0168 C2J 18 4.0 18 20.0 4.5 24.5 Remarks and/or Distribution Notes:Depths are measured from top of ground surface unless otherwise specified. Penetration denotes c~stance ddlled bearing stratul~ COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRy DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. . SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) . BEARING MATERIAL: DARK GREY SHALE .ALT. PIERS WERE T~I~mORARILY CASED REINFORCING S~, WAS IN ACCORDANCE WITH PROJECT RIDQUIRS~S U.N.O. ~T.T. PIERS WERE PLUMB, CLEAN AND DRY U.N.O. Rone Engineers UMITATICNS: We assume no resoonslbility for van~lon in c]uaJlty (c,~m~(~ltlon, aouearance, performance, etc.) o~ any. other feature (~t similar suG)leer Rone Engineers RoneE 'neers Geotechnical Consultants Materials Testing Drilled Pier Report Project Purchase Order COPPELL ELEMENTARY SCHOOL # 7 ] NL,~ber Date of Observation Report Date D3-080C-01-23292 JULY 13, 1993 JULY 16, 1993 To COPPELL I . S . D . Builcr~n g / Structure Engineer / T echnician GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Test Shaft PenetraUon Foot- Shaft Del3th to Penetration Total No Pier No Diameter Diameter Bearing Death (~) (fL) note (in.) S trat[,~( ft. ) (fL) (f't) 0169 A23AL 30 3.0 30 20.0 3.2 23.2 Remad<s and/or Distribution Notes: Oepths are measured from top of ~rot.~d surface L~Iess otherwise specified. Penetration denotes cf, stance ddlled hto bearing stratum. COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1)-, K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) · Rone Engineers .o,,. RoneEngineers Geo[ecnn~caJ Ccnsuitacts Uatenais Teeing ~: :';!''''''?' ''¥' '~'' "'J~ ~ GENERAL REPORT Project Onlqp~=l I l~.l ~m~n~-m~'y .q,"hO,',l #7 Numo~r jSamp(e Date Repor~ Date [3q(3ROC-? q377 [ 07--01 -q'~ n7-1 R-q'~ To Co~ll T.6.]3. Report of )dentification Method of Test Results Maximum Density ......... 106.3 lbs./cu, ft. Minimum Density .......... 86.5 lbs./cu, ft. 70% Relative Density ....... 99.5 lbs./cu, ft. ; ~one Engtneer~ RoneEngineers RoneE n rjn eer s Geotechnical Consultants Materials Testing Drilled Pier Report Project Purchase Order COPPELL ELEMENTARY SCHOOL ~ 7 . Number Date of CbservaUon Report Date D3-080C-01-23029 JUNE 29, 1993 JULY 16, 1993 TO COPPELL I.S.D. Building/S tructure Engffneer/Techr-Jcian GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Shaft Penetration Foot- Shaft Depth to Penetraticn Total Test Pier No Diameter Diameter Bearhg Depth No (~.) (fL) note (ir~) Stratum(fL) (ft.) (ft.) 0022 A9AB 24 3.0 24 20.0 3.0 23.0 0023 A7AB 24 3.0 24 20.3 3.2 23.5 0024 AGll 18 5.0 18 20.4 5.1 25.5 0025 H.5 12 18 5.0 18 20.0 5.0 25.0 0026 A/fA14 18 3.0 18 20.0 3.0 23.0 0027 ALA14 18 4.0 18 20.0 4.2 24.2 0028 AGAB 24 3.0 24 21.2 3.3 24.5 0029 A4AB 24 3.0 24 21.3 3.4 24.7 0030 A12AL 18 5.0 18 20.1 5.2 25.3 0031 A12AH. 5 18 5.0 18 20.5 5.0 25.5 0032 A12AH 18 5.0 18 20.3 5.0 25.3 0033 A12AG 18 5.0 18 20.5 5.5 26.0 0034 A12AD 18 5.0 18 20.0 5.6 25.6 0035 A12AC 24 5.0 24 20.0 5.1 25.1 Remarks and/or Distribution Notes: Depths are measured from top of ground surface unless otherwise spedfied. Penetration denotes (3~stance drilled into bearing strat~ COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E. J.WILLIAMS (1) BEARING MATERIAL: DARK GREY SHALE ALL PIERS WERE TS~4PORARILY CASED REINFORCING ST~-% WAS IN ACOORDANCE WITH PROJECT RE~S U.N.O. ALL PIERS WERE PLUMB, CLEAN AND DRY U.N.O. Rone Engineers Ro.. Ro n e E n[in ee r s Geotechnical Consultants Materials Testing ] Drilled Pier Report Project Purchase Order COPPELL ELEMENTARY SCHOOL # 7 Number Date of Observer. ion Report Date D3-080C-01-23029 JUNE 29, 1993 JULY 16, 1993 To COPPELL I.S.D. Build'Ttg / Structure En~;ineer / Technician GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Shaft P enetrafion Foot- Shaft De~th to Penetraticn Total T est P!er No Diameter Diameter Bearing ( fL ) Depth No (i~) (ft.) note (;n.) S ~ra I 0036 AIOAC 24 4.0 24 20.0 4.0 24.0 Remarks and/or Distribution Notes: Del~ths are measured from top of grcu~d surface L~Iess otherwise spedfied. Pe~etraUon denotes <~stance ddlled into bearing strat~.,~ COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRy DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) ~ 01~ ~ ' ; R---~neEngineers UMITATIONS: We assume no rasoo~s~blllty for v~ie.(Jon In cluaJity (comc~os,flon. appearance, pen(ormar, ce, etc.) or am' other feature of similar suo:ecc matter Rone Engineers RoneE ineers Geotechnical Consultants Materials Testing Drilled Pier Report Project IPurchase Order COPPEDL ELEMENTARY SCHOOL # 7 Number Date of Observation Report Date D3-080C-01-23090 JULY 1, 1993 JULY 16, 1993 To COPPELL I.S.D. ~uilc.'~(:j/S tructure Engineer/Technician GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL J J Shaft Depth f'° Penetrati°n J TOtal Shaft Penetration Foot- Diameter Bear';ng (fL] Deoth Test Pier No Diameter (fL) note (in.) Stratum(fL) , (ft.) No , (in.) j 0052 A1AE 24 3.0 24 20.1 3 . 5 23 . 6 0053 ASAJ. 5 18 4.0 18 20.0 4.0 24.0 0054 A2AE 24 3 . 0 24 20.2 3 . 5 23 . 7 0055 ASAL 18 3 . 0 18 20.0 3 . 3 23.3 0056 A5AL 18 5.0 18 20.0 5.0 25.0 0057 A5AJ. 5 18 5.0 18 20.0 5.0 25.0 0058 A3AJ. 5 18 5.0 18 20.1 5.2 25.3 0059 A3AG 24 3.0 24 20.6 3.7 24.3 0060 A5AH 18 5.0 18 20.3 5.0 25.3 0061 A3AF 24 4.0 24 20.7 4.7 25.4 0062 A5AK 24 4.0 24 20.0 4.4 24.4 0063 A8AK 24 3.0 24 20.6 3.5 24.1 0064 A5AG 18 5.0 18 20.0 5.1 25.1 0065 A10AK 24 3.0 24 20.6 4.2 24.8 Remarks and/or Distribution No[es: Depths are measured from top olr g'ound surface unless otherwise specified. Penetration denotes c~stance dnlled into bearing strab,m COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRy DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.M.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) BEARING MATERIAL: DARK GRAY SHAT AT,T, PIERS WERE T~I~PORARILY CASED REINFORCING STR~, WAS IN ACCORDANCE WITH PROJEC]7 RE~S U.N.O. ALL PIERS WERE ~, CLEAN AND DRY U.N.O. Rone Engineers ................ - ............ ~,li~ ['or variaUon ,fl QU~JltV (com~3glttOrl. aDt;e~r~lce, ~'r{oiTil~'t~:~, ~t~,,) or ~ ot,~ter !e,,tt.lre of $i/itll~U' su.bject ma?er Ro.e E.¢.e,r, RoneE 'neers Geotechnical Consultants Materials Tes, ting Drilled Pier Report Project Purchase Order COPPEL'L ELEMENTARY SCHOOL # 7 Number Date of Observation Report Date D3-0800-01-23090 JULY 1, 1993 JULY 16, 1993 To COPPELL I.S.D. B~Jld'mg/S tructure Engheer / Technician GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL I Shaft Penetration Foot- Shaft I De~th t° ! Penetraticn TOb31 Test Pier No D~ameter Diameter 8earfng De~th No . (h.) (ft.) note (in.} , Stratify(fL) . (ft.) (fL] 0066 A3AG 18 5.0 18 20.0 5.5 25.5 0067 A].2AK 24 5.0 24 20.0 5.3 25.3 Remarks and/or Distribution Notes: Del;Ihs are measured from top of greed surface mless otherwise spedfieci Penetration denotes cistance ddlled into bearing stratun% COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) Rone Engineers RO Fl (~ E Fi 'Fl ee r s Geotechnical Consultants Materials Testing Drilled Pier Report Project iPurchase Order COPPEAL ELEMENTARY SCHOOL ~ 7 Number Date of Observation Report Date D3-080C-01-23339 JULY 15, 1993 JULY 16, 1993 To COPPELL I.S.D. Builcr~n g / Struc ture E ns~neer / T echnician GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Test Shaft P e~etra ticn Foot- Shaft De~th to Penetration Total No Pier No Diameter Diameter Bearing 't ) Deoth (h.) (ft.) note (~n.) Stratum{fL) (' (ft.) 0185 B10F3.5 18 5.0 18 20.0 5.2 25.2 0186 B9J 24 5.0 24 20.0 5.0 25.0 0187 B9G.5 18 3.0 18 20.3 4.4 24.7 0188 B10H 24 3.0 24 20.0 4.0 24.0 0189 BSG.5 18 3.0 18 20.2 3.8 24.0 0190 BSH. 5 18 3.0 18 20.4 4.1 24.5 0191 B7.9L 30 4.0 30 20.0 4.0 24.0 0192 BSH 30 4.0 30 20.0 4.3 24.3 0193 B7R 24 3.0 24 20.0 4.0 24.0 0194 B6.7P 24 3.0 24 20.0 3.6 23.6 0195 B9L 30 5.0 30 20.0 5.1 25.1 0196 BSJ 30 4.0 30 20.0 4.2 24.2 0197 B6.3N5 18 4.0 18 20.2 4.6 24.8 0198 B6K. 5 18 5.0 18 20.0 5.5 25.5 Rereads and/or DistdbuUon Notes: Depths are measured from top of ground surface unless otherwise spedfied. Penetration denotes c~tance drilled bearing stratum COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. a. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N~C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) BEARING MATERIAL: DARK GREY SHAT.P. AT,T, PIERS WERE T~v~ORARILY CASED REINFORCING STF~T. WAS IN ACCORDANCE WITH PROJECT R~QUIP. E~TS U.N.O. HMITA~ONS: We a~lSume no re~oon$11)'lity for anal~on ' Gu ty , c oos o , ao~earance, performance, c.) any .or el' featur~ of $iml s ' leC[ Rone Engineers RoneE ineers Geotechnical Consultants Materials Testing Drilled Pier Report Project Purchase Order COPPET-.L ELEMENTARY SCHOOL ~ 7 Number Bate of Observation Report Date D3-080C-01-23339 JULY 15, 1993 JULY 16, 1993 To COPPELL I.S.D. Buil~'ng / Structure JEngineer/Technician I GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Test Shaft Penetration Foot- Shaft Depth to Penetration Tob~l No Pier No Diameter Diameter Bearing De~th (in.) (fL) note (in.) Stratum(~t.) (ft) (ft.) 0199 B8.SJ.1 18 4.0 18 20.0 4.8 24.8 0200 BgK. 5 18 3.0 18 20.0 3.5 23 · 5 0201 B6.TN 24 3.0 24 20.4 4.4 24.8 0202 B7L 24 3.0 24 2.2 4.5 24.7 Remarks and/or Distribution Notes: Depths are measured from top of gro~z~d surface ~less otherwise specified. Penetration denotes c~stance ddlled into bearing stratum. COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1)